HomeMy WebLinkAboutMiscellaneous - 316 SUMMER STREET 4/30/2018 (2) 316 SUMMER STREET
210/107.A-0175-0000.0
Commonwealth of Massachusetts
Town of North Andover
System Pumping Record
System Owner & Address:
John Blottman
_ 316 Summer Street _
North Andover, Ma 01845
Date of Pumping: November 29, 2013
Type of System: Septic tank
Location of System: Front yard
a `�4�
Gallons Pumped: 1000 gallons p 0 91013
TOWN OF NORTH ANDOVER
HEALTH`OEPARTMENT
System Pumped BT:
John Zanni Pumping Co. LLC
5 Hallberg Park
North Reading, Ma 01864
License #: BHP-2013-0067
Contents Transferred to: Greater Lawrence Sanitary District
Date: Nov. 29, 2013 Pumping Technician: TD
This is proprietary and confidential information that may be used only by the
Board of Health for regulatory purposes
Board of Health
North AndovergMaee. SEPTIC SYSTEK
INSTALLATION CHECK LIST, LOT
DATE M SAPPROVED EXCAVATIM OK FAIL
�teamns�
OOr
OK
1. Distance To:
a. Wetlands
b. Drains
c. Well
2., Water Line Location
3. No PPC Pipe
4. Septic Tank
a. .Tees Length.& To Clean Oat Covers
b. Cement Pipe-to Tank.- On Both Sides of Tank
.5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amounts
c. No Back now
6. Leach Field or Trench
a. Dimensions
b. Stone Depth
c. Capped Ends
d. Clean Double Washed Stone
?. Leach Pits
a. Dimnsions
b. Stone Depth
c. Splash Pads
d. Tees
e. Cement Pipe to Pit - Both Sides
f. Clean Double Washed Stone
8. No Garbage Disposal
9. Final Grading Inspection
10. Barricading Covered System
U. As Built Submitted
a. Lot Location
b. Dimensions of System
c. Location with Regard-to Perc Test
d. Elevations
e. Water Table j
A'' ' �)VFRR BOARD OF
C D D -DISAPPROVED DA'__;'E 'T
J V f:�A
E -1 R V I h.
7 -7
Title
Reg. 2. 5 Fail OK The -submitted plan must show as a minumum:
----
(a)
�a) the lot to be served (areald.imensions ,lot , abutters)
(Planning Board files)
(b) Le-cation and log of deep observation holes-distance
,-- to ties
location and results of percolation tests-distance
--'-to ties
(d) design calculations
-& calculations showing required
-
-leaching area .
location and dimensions sf system (including reserve
area)
C----(f existing and proposed contours
location of any wet areas within 1001 of the se'vl_-ge
disposal system ot- disclaimer (check wetlands mapping)
surface and subsurface drains within 1001 of sewa,ge
U
SyS4 D
disposal em or disclaimer
location of any drainage easements within 100 , of
sewage disposal system or disclaimier -
S, (planning '_oaLd
files)
known sources of water supply within 2001 of sewage
disposal system or disclaimer '
t
location of any proposed well to serve the lot (1001
from leaching facility)
water(1) location of. lines on property from. leaching
j
facilities)
location of benchmark
�(nn
, -) driveways
,--(o) garbage disposers
,(p) no PVC is to be used in construction
C-' ( q) a profile of the sys'll-ern (elevations of basement ,
pipe septic tank, distribution box inlets and outlets ,
distribution field vonpiping and any other ele atis)
CD I
mum ground --aaier elevation in area of se,.age dI.)(-:-,
r� maxiL 1,
P.Y st e rn
( s) plan must be prepared by a Professional Engineer or
other professional authorized by law to prepare ,_.och
plans
Sc. tic Tanks
Reg. 6 a) Capacities - 150% of flow , water table , tees de-o :-h
of tees , access, pumping,
A-b Cleanout
(c) 10' fromcellar '." i_nu.wall or grond swirrj,,Tjj.ng pool
(d) 2_5 ' from subsurface drains
,ail 13-K D i
strib—ll.i on s
Peg.-10. 2 ga,. "Slope greater than Q. 08
Reg.10.4, /('b� Swrjp
Leaching Pits
Leaching pits are prefe ed where the installation is
possible
Reg.11 . 2 (a) Calculatio s of leaching area (minimum 500 S.F. )
Reg.11 .4 (b) Spacing
Reg.11 .1 (c) Surface drainage 2%
eg.11 .11 d) Cover,/material
Cr
n v
Leachin Fields
Reg.15.1 (a) �Greater than ?_0 minutes/inch
Reg.15.1 - -'b)"--Ar•ea (minimum 900 S.F. )
Reg.15.4 L�(c-)' Construction of field
Reg.15. 8 /(Surface drainage -2%
Reg. 3. 7 e) 20' from- cellar wall or inground swimming pool
Teaching Trenches
Reg.14.1 (a) Calculations--Of leaching area (min. 500 S.F. )
Reg.14. 3 (b) Spacing ft. min. 6 ft. with reserve between)
Reg.14. 4 (c Dimens ' ons
14. 5
Reg.14.6 (d) GostrUction '
Reg.14.7 (e) S,t/one
Zeg.14.1 (f) Krface drainage 2%
Downhill Slope--
(a) Sloe y/x = (to be shoi,F,n)
(b)/fl-Z
X 150 = (to be shown)
P um
Reg. 9.1 (a) Ap roval
Reg. 9. 6 (b) S ,and-by pov� er
i
SOIL PROFILE & PERCOLATION LEST DATA
Town/CityNo.&Street ,, Lot No.�
Loc. Subdiv.
/ Plan Owner
Investigator /z
9 JCa.,� f��3 Observer
SOIL PROFIttS-DATE
E ev.. 2'
0 �' _ Elev. 3' Elev. 4.Elev.
0 0
2 2 2 2
3 3 3 3
�I
4
4
4 4
i
S
S
5 S
7 7 7 7
8 8 8 g.
0 9
.0
-.10 10 10
{
Benchmark Location
Elevation Datum
j
Percolation., Tests-Date
A a
i E t Number 1 2 3 4:.. S
V�
Start..Saturation 10:17
i ,Soak-M .ns o ;
t Start Test Time : Z;
Ime
Dro -of . 6"-:Time : .5 Z
Mins.lst 3"Dro
Mins. 2nd ..3"Drop 12-
Notes
ZNotes & Sketches: on Back Frank C. Gelinas & Associates, North And.
_..
,x _
N
_MCS �o .Z• N v�aS Lro iie Se. 'J
64
S" s
0
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tj
a
463
ri
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Commonwealth of Massachusetts
Town of North Andover
J
System Pumping Record
M IVE
System Owner & Address: NQ - 'I
John Blottman TOWN Cf NWN ANDOVER
HEALTH DEPARTMENT
316 Summer Street
North Andover, Ma 01845
Date of Pumping: October 19, 2010
Type of System: Septic
Location of System: Front
Gallons Pumped: 1000
System Pumped By:
John Zanni Pumping Co. LLC
5 Hallberg Park
North Reading, Ma 01864
License #: BHP-2010-0359
Contents Transferred to: Greater Lawrence Sanitary District
Date: October 19, 2010
Pumping Technician: FA
This is proprietary and confidential information that may be used only by the
Board of Health for regulatory purposes